Summary for Test 2019-04-10-17-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 212512 DEA: 120M9604 EFIS: 1213000068 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-73-22.5/25.7 |
| Award Date | 12/01/2017 |
| Closeout Date | 03/03/2020 |
| Work Description | COLDPLANE AC PVMTS , UPGRADE MBGR, CURB RAMPS AND CRASH CUSHION. |
| Location Description | IRVINE AND NEWPORT BEACH FROM BONITA CANYON DRIVE/FORD ROAD UNDERCROSSING TO 0.2 MILE SOUTH OF RED HILL AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 03/22/2018) |
Sample Information
| Sample Taken Date | 04/10/2019 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/15/2019 | Sample type | Verification |
| A brief description of the sample | 1/2 OGFC | The quantity of what the sample constitutes | JMF 3 bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | RJ |
| Last name of sampler or witnessed by | Noble Company | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0230O-19 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hanson Aggregates | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 OGFC PG 64-10 | The fabricator/manufacturer designation for the sample | 43R001SPO |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-10-17
DIME Test ID: 2019-04-10-17-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2019-05-07
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 04/23/2019
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2019 ✔